Stonemeade-LR 930429MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas. TX 75229
Engirtaaring and Erwko Consult (214) 247 -7575 • FAX (214) 484 ,5804
SIEVE ANALYSIS OF ROAD MIXED MATERIAL REPORT
Report Date 04/29/93 Sample Date 04/16/93
TO Centex Real Estate
Project # 0393000701
Project Stonemeade Estates - Paving - Coppell, Texas
Identification Sieve Analysis of Road Mixed Material (lime treated)
Method of Test TEX 101 -E
Results
Location
Actual Percent Passing
1 3/4" Sieve #4 Sieve
Specifications
SDBPT Item 260 - 1972
Minimum Percent Passing
1 3/4" Sieve #4 Sieve
1 Alley C, station 9 +00
100%
63%
100%
60 %
2 Alley C, station 6 +00
100%
78%
100%
60%
3 Alley C, station 3 +50
100%
71%
100%
60%
4 Alley Al, station 8 +50
100%
68%
100%
60 %
5 Alley Al, station 5 +50
100%
60 %
100%
60%
6 Alley Al, station 3 +00
100%
60%
100%
60 %
7 Alley B1, station 1 +50
100%
74%
100%
60%
8 Alley B2, station 1 +00
100%
80%
100%
60%
9 Alley A2, station 4 +00
100%
79%
100%
60%
10 Alley A3, station 3 +50
1 100%
79%
100%
60%
Technician: R. Pleasant
/br
Centex Real Estate Corporation - Derek Earle, P.E.
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. i 02932
arm meGDIt>ats. we l !f
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL
Material
Lift
Report Date 04/29/93
Sample Date
04/19/93
Client Centex Real Estate
Project Number
0393000701
Project Name Stonemeade Estates - Paving - Coppell, Texas
21.2
treated
Density Test Method ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Req'd 95+
Project Moisture Req'd
opt +5
Moisture /Density Relations
19.9
treated
Material
Proctor Results
subgrade
Number Description
Maximum Dry Density
(pcf) Optimum Moisture %
1 Dark brown clay (lime treated)
89.0
28.7
2 Light brown sandy clay (lime treated)
103.8
19.6
Test Results;
2
71
Test
Material
Lift
Number
Number
Dry Density
35
1
Lime
100.6
21.2
treated
90.6
24.4
subgrade
36
2
Lime
99.5
19.9
treated
subgrade
37
1
Lime
treated
subgrade
38
2
Lime
treated
subgrade
39
2
Lime
treated
subgrade
Location
Alley 2, station 3 +75, 8' west of baseline
Alley 3, station 4 +00, 6' east of baseline
Alley C, station 8 +00, 4' east of baseline
Alley C, station 4 +50, 6' south of baseline
Alley C, station 1 +50, 5' south of baseline
All densities meet project specifications unless otherwise noted.
Dry Density
Moisture
% of Maximum
(lbs /cu. ft.)
Content ( %)
Dry Density
87.9
30.7
98.8
100.6
21.2
96.9
90.6
24.4
101.8
101.6
19.9
98.8
99.5
19.9
95.8
Technician: R. Pickens
/cey
Centex Real Estate Corporation - Derek Earle, P.E.
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell Sr./
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. j 02978
MAXIM EMWEERs_ INC A'I U11